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See Note 1 Below <br /> I - Existing- <br /> 6" �avement { �I <br /> (iYp)i i a 9 I —6" Min <br /> 3,-.r2 \� See Note 2 Below \\ <br /> O �\ Compact in 1299 max \ \ 3 —0 <br /> layers to a min relative — \ <br /> �\ _______- \� compaction of 95% \ _ \� <br /> under pavement sand -------- \ Var <br /> Var \\ _-- — \\ 90% outside pavement- \/ <br /> 00 Compact in 242 maX „ <br /> \ O r <br /> - \� layers cola ruin rel-alive �\ O \X OD , 12 <br /> OD/2 �\ \� compacuan of 85%. <br /> mpac�t in 6 layers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min --OD --,-10" Min10" Min --0D y „ <br /> r0 Min <br /> OD _ OD <br /> 4+ 20" Min <br /> 209' <br /> • . . � • Min <br /> RIMD CONDUIT FLEXIBLE CONDUIT <br /> NOTES: <br /> 1. New pavement- shall be 1" thicker tha-) existing pavement, minimum. <br /> of 0.25 R. 'New base shall be 1" thicker than existing base, min of 0.50 Ft. <br /> 2. Select native material or imported gra l-ular material as approved by the Director <br /> of Public Works. Backfill with materials equal to or better than the existing <br /> pavement and base in quality. <br /> 3. Relative compaction of materials shall be tested in accordance with <br /> the- State of California, Dept, of Transportation Testing Manuals, :test <br /> method No. California 216 or 231. <br /> 4. All existing pavement shall be. neatly cut to line prior to. trench excavation. <br /> 5. Jetting or ponding will be pe,.rmitted wi-:hin the street right—of—vda <br /> a 3 year bond, when approved by the Director of Public Works. Y wish <br /> 6. When shown by soil composition and compact ability, ninety percent (90%) <br /> compaction may be used, when approved by the Director of Public Works. <br /> 7-. Special bedding and backfill requirements may be shown on-the plans or <br /> specified in the special provisions. <br /> r' RApproved by: <br /> WCAL TREMCH BA(D ILL <br /> No. Revision Description <br /> —' � <{ Date <br /> COLWTY OF SAW JGAQU17V . <br /> war fer YOU DEPARTMENT OF PUBLIC WORKS <br /> —Date: bEC 2014 Std. Dwg. No. a�� <br />